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Home My WebLink AboutPRODUCT APPROVAL ROOFING1 � ►e g ulatlon - -DSPR HOW 7ABD Tr Flk 68PRDIVisjous goNTAcrosOgwi BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Factr Publications FBC Staff BCIS Site Map Links Search Product ApprovalFILEBY COPY ��ANNED USER: Public User pp �� r�� i�' ILi gi g �Cfiqq Product Approval Menu > Product or Application Search > Application FLk3022=R7 List > Application Detail ` RECEIVED Application Type Revision. Code Version 2017 SEP 0 4 20'18 ['Lu Application Status Approved T.Cii3 countyPerrriitti7 Comments 08/18/2017v. date reapply 08/21/17 ^— Archived CO Produ`cEf anu of cturer Extr-eme=K.-t-,Fabricat r-s, L--r Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 4 (772) 872-8034 flvalidation@yahoo.c'MESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Authorized Signature Richard McKuhen REQUIRED BY FIELD INSPECTORS THAT flvalidation@yahoo.coMAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 richard@emfab.ngC'-)� Quality Assurance Representative ST. WCIE COUNTY BUILDING D S,I/O Address/Phone/Email REVIEWED FOR CO�MPLIANC ��/w/ c ategorya I (Rod if ng—Nkm ' �Subcategoly Me�aliR000f.rig- {R p [pi_D;PFt MIT MUST BE K PT N ]®B MpkojI SPEGTION(S) W E MADS Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the LOCKE BOWDEN Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Zachary R. Priest, P.E. R Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.pdf Standard Year TAS 125 2003 UL1897 2012 UL 580 2006 Sections from the Code Product Approval Method • Method 1 Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 17022.1 1 - "5V Crimp" (116) 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck with fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.1 5 V CRIMP ssr.pdf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions. Install the FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.pdf assembly in compliance with the installation method listed in Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.2 2 - "5V Crimp" (116) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions.Install the Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf Created by Independent Third Party: Yes assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.3 3 - "1.5" Mechanical Seam" (115) 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 24ga ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.3 1.5 MECHANICAL installation method listed in this report and applicable code seam 24ga ssr.pdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.4 4 - "1.5" Mechanical Seam" (115) 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood Deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM installation method listed in this report and applicable code ALUMINUM ssr.pdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.5 5 - "1 in. Nail Strip" (115) 1" rib height, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.pdf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions and 160 SW Poma Drive Palm City, FL 34990 pliant with Florida Building Code 2017 (6th ed..) pliant with Florida Product Approval Rule # 61G20-3 pliant: Keystone Certifications Deson Kesistant compliant: i-isc: sec. 15ui.4.3 !ner 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate " min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet irements) !ner 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to Irate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient -length to 'meet requirements) Un0erlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec.1507. �I See Fastener attachment specifications above Install Details:N 5 -WRETA-1 I I N I I Ww'-a I il DESIGN PRESSURE* ROW SPAGING FASTENER SPAGING (ALONG Panel width) EMEAVIM -86 PSF 16" o.c. 12" o.c. METHOD 2 -93.5 PSF METHOD 3 -101 PSF METHOD 4 -228 PSF 16" o.c. 12" o.c. _ 8" O.C. 6" o.c. 12" o.c. 12" o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 U 11580-06 & 1897-041 Test Report IM893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1? *Design pressure margin of safety 2:1 �� -..�r iirrrr,.. ,,.�, ID ►�o yy Bowden, P.E. does not have, not will acquire a financial int yg egr'�ccm. ; n. i4m cturing or distributing products this evaluation. Bowden, P.E. is not owned, operated, or controlled by a& coaipaK#0rn&fiil attures, or distributing products under this a J_ r..GT'1Ic .��0`�ti`�4G�i�10�. iNE. '''s'oNAI. �'• �:� . FL17O22.1 6V Crin 26GA Steel), 24" Wide Roof Par Details mitatlons 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 eth ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Is - Panel Overlap V1513Z' or greater Plywood, or Wood plank 247 12' OPMNALSTRIATIQNS it Nominal 12" Nominal 12" O.C. O.C. Fasten Y9 x 1-1/2" Min. or #10 x 1-1/2" Min. per ?able "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Width Refer to Table " A" for Spacing Along Panel Length Deck-15/32" or greater Plywood, or -Wood plank